• 암석학회지
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• 제23권3호
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• pp.187-195
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• 2014

이 논문에서는 경주시 양남면에 분포하는 해발고도 약 45 m의 수렴단층 노두 해안단구 퇴적층의 형성시기를 추정하기 위하여, 퇴적층을 구성하고 있는 석영에 대한 단일입자 OSL(Single Grain Optically Stimulated Luminescence) 연대측정을 실시하였다. 실험에 사용된 총 1200개의 석영입자 중, 93개의 입자가 연대측정에 적합한 OSL 신호특성을 보였으며, 이들의 등가선량은 50-610 Gy까지 넓은 분포를 보인다. 이 자료를 중심연대모델(Central Age Model)과 최소연대모델(Minimum Age Model)을 이용하여 분석하면, 각각 $83{\pm}4ka$와 $60^{+3}{_{-7}}ka$의 연대가 도출되지만, 이들 연대는 MIS 5a시기로 보고된 기존의 제2해안단구의 OSL 연대와 층서적으로 불일치한다. 단일입자 OSL 분석결과들을 혼합연대모델(Finite Mixture Model)에 적용하면, 분석된 입자들 중 $6{\pm}4%$의 석영입자가 MIS 7의 퇴적시기 $194{\pm}24ka$)를 지시함을 알 수 있다. 결론적으로, 수렴단층 노두 해안단구 퇴적층이 MIS 7 시기에 형성되었을 가능성을 배제할 수 없으며, 이 퇴적층은 일반적으로 적용되는 다입자 OSL(multiple grain OSL) 연대측정법을 적용하기에 적합하지 않은 시료로 판단된다.

• 지구물리와물리탐사
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• 제12권4호
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• pp.361-366
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• 2009

전자탐사에서 수평 층서구조에 대한 Green 함수의 계산은 전자기 반응의 모델링에서 핵심적인 부분을 담당한다. 해석적으로 구해진 핵함수의 Hankel 변환으로 계산되는 Green 함수는 핵함수의 대수적 등가 표현방식에 의해 그 정확도가 결정된다. 특히 3차원 모델링의 경우 Green 함수 계산 횟수가 매우 많아서 Hankel 변환 계산이 전체 계산시간의 상당량을 차지하므로, 빠르고 정확한 Hankel 변환의 계산을 위해서 선형 수치필터를 이용한다. 최근 많이 시도되는 3차원 역산을 위한 모델링에서는 송신점에서의 특이성 문제를 피하기 위해 전기장을 1차장과 2차장으로 나누어 계산하는 것이 보통이다. 이 연구에서는 균질 반무한공간에 대해 지표면에 놓인 다섯 종류의 송신원에 대한 지하 매질에서의 전기장 세성분을 Hankel 변환을 이용하여 정리하고, 그 계산 방법에 대해 고찰하였다. 그리고 2중 반공간에서 EM1D를 이용하여 공기와 바다의 영향을 모두 고려한 전자기장을 계산할 때, 보다 정확한 해의 계산을 위해 TE 및 TM 모드에서의 반사계수를 유도하였다. 여기서 정리한 해를 이용하면 MT 문제는 물론, 해양 전자탐사의 경우에도 1차장을 정확히 계산할 수 있으므로 3차원 역산에서 보다 정확하고 효율적인 감도 계산이 가능할 것이다.

• 대한기계학회논문집A
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• 제37권1호
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• pp.97-103
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• 2013

본 연구는 원추대 가공과 등가인 동시 5 축 구동을 통한 볼바 측정용 경로 생성 기법을 소개하며 시스템 구조 형태(Structural configuration)에 관계없이 모든 5 축 공작기계에 대해 적용 가능한 일반화된 방법을 제시한다. 5 축 공작기계 시스템 정보와 원추형 정보, 그리고 볼바 측정 정보 등을 입력 받아 NC 코드 생성, 다양한 오차 평가 시뮬레이션 및 측정 시험을 쉽게 수행할 수 있도록 원호 경로 생성에 필요한 수학적 기계 입력 모델을 제시한다. 또한 제시된 원추형 경로 모델을 토대로 5 축 동시 구동 시 회전축의 이송 범위를 수학적으로 검토하며 반꼭지각 및 기울기각의 크기 차이, 볼바 틸팅 허용각 및 워크피스 볼의 오프셋 위치 등 여러 가지 조건이 이송 범위에 미치는 영향에 대해 분석한다.

• Wind and Structures
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• 제29권4호
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• pp.247-270
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• 2019

Wind-resistant design of existing cooling tower structures overlooks the impacts of rainfall. However, rainstorm will influence aerodynamic force on the tower surface directly. Under this circumstance, the structural response of the super-large cooling tower (SLCT) will become more complicated, and then the stability and safety of SLCT will receive significant impact. In this paper, surrounding wind fields of the world highest (210 m) cooling tower in Northwest China underthree typical wind velocities were simulated based on the wind-rain two-way coupling algorithm. Next, wind-rain coupling synchronous iteration calculations were conducted under 9 different wind speed-rainfall intensity combinations by adding the discrete phase model (DPM). On this basis, the influencing laws of different wind speed-rainfall intensity combinations on wind-driving rain, adhesive force of rain drops and rain pressure coefficients were discussed. The acting mechanisms of speed line, turbulence energy strength as well as running speed and trajectory of rain drops on structural surface in the wind-rain coupling field were disclosed. Moreover, the fitting formula of wind-rain coupling equivalent pressure coefficient of the cooling tower was proposed. A systematic contrast analysis on its 3D distribution pattern was carried out. Finally, coupling model of SLCT under different working conditions was constructed by combining the finite element method. Structural response, buckling stability and local stability of SLCT under different wind velocities and wind speed-rainfall intensity combinations were compared and analyzed. Major research conclusions can provide references to determine loads of similar SLCT accurately under extremely complicated working conditions.

• 지질공학
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• 제32권1호
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• pp.59-72
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• 2022

본 연구는 부산 기장지역의 백악기 흑운모 화강암에 대하여 삼차원 개별체 수치해석 기반의 응력-변형 해석을 수행하고 절리성 암반의 강도 및 변형특성을 평가하였다. 절리성 암반의 역학적 특성에 대한 규모효과 및 REV를 규명하기 위한 워크플로우가 제시되었으며 연구지역에서 결정된 REV(representative elementary volume) 크기의 DFN(discrete fracture network) 큐브 블록에 대한 블록강도, 변형계수, 전단탄성계수, 체적탄성계수 등의 강도 및 변형 파라미터가 산정되었다. 연구지역의 역학적 REV 크기는 15 m 큐브로 평가되었으며 DFN 큐브 블록의 평균 블록강도 및 평균 변형계수는 각각 신선암의 52.8% 및 57.7%로 추정되었다. 연구지역의 절리성 암반은 역학적으로 뚜렷한 직교이방성을 나타내는 것으로 평가되었으며 삼차원 수치해석을 통하여 산정된 변형 파라미터를 이용하여 선형-탄성의 직교이방성 구성모델이 도출되었다. 연구지역에 대한 직교이방성 구성모델은 등가의 연속체 해석을 통한 터널 및 지하공간의 안정성 평가에 활용될 수 있다.

• Journal of Preventive Medicine and Public Health
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• 제50권1호
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• pp.10-17
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• 2017

Objectives: The purpose of this study was to examine the relationship of meeting the recommended levels of physical activity (PA) with health status and preventive health behavior in adults. Methods: A total of 5630 adults 18 years of age or older were included in this study. PA was assessed using a series of questions that categorized activities based on their metabolic equivalent values and then categorized individuals based on the reported frequency and duration of such activities. Participants reporting 150 minutes or more of moderate-intensity PA per week were considered to have met the PA guidelines. Multiple logistic regression was used to model the relationships between meeting PA guidelines and health status and preventive health behavior, while controlling for confounding variables. Results: Overall, 53.9% (95% confidence interval [CI], 51.9 to 55.9%) of adults reported meeting the recommended levels of PA. Among adults with good general health, 56.9% (95% CI, 54.7 to 59.1%) reported meeting the recommended levels of PA versus 43.1% (95% CI, 40.9 to 45.3%) who did not. Adults who met the PA guidelines were significantly more likely not to report high cholesterol, diabetes, chronic obstructive pulmonary disease, arthritis, asthma, depression, or overweight. Furthermore, adults meeting the PA guidelines were significantly more likely to report having health insurance, consuming fruits daily, consuming vegetables daily, and not being a current cigarette smoker. Conclusions: In this study, we found meeting the current guidelines for PA to have a protective relationship with both health status and health behavior in adults. Health promotion programs should focus on strategies that help individuals meet the current guidelines of at least 150 minutes per week of moderate-intensity PA.

• Journal of Microbiology and Biotechnology
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• 제19권1호
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• pp.23-36
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• 2009

In the present work, the metabolic network of primary metabolism of the slow-growing myxobacterium Sorangium cellulosum was reconstructed from the annotated genome sequence of the type strain So ce56. During growth on glucose as the carbon source and asparagine as the nitrogen source, So ce56 showed a very low growth rate of $0.23\;d^{-1}$, equivalent to a doubling time of 3 days. Based on a complete stoichiometric and isotopomer model of the central metabolism, $^{13}C$ metabolic flux analysis was carried out for growth with glucose as carbon and asparagine as nitrogen sources. Normalized to the uptake flux for glucose (100%), cells recruited glycolysis (51%) and the pentose phosphate pathway (48%) as major catabolic pathways. The Entner-Doudoroff pathway and glyoxylate shunt were not active. A high flux through the TCA cycle (118%) enabled a strong formation of ATP, but cells revealed a rather low yield for biomass. Inspection of fluxes linked to energy metabolism revealed that S. cellulosum utilized only 10% of the ATP formed for growth, whereas 90% is required for maintenance. This explains the apparent discrepancy between the relatively low biomass yield and the high flux through the energy-delivering TCA cycle. The total flux of NADPH supply (216%) was higher than the demand for anabolism (156%), indicating additional reactions for balancing of NADPH. The cells further exhibited a highly active metabolic cycle, interconverting $C_3$ and $C_4$ metabolites of glycolysis and the TCA cycle. The present work provides the first insight into fluxes of the primary metabolism of myxobacteria, especially for future investigation on the supply of cofactors, building blocks, and energy in myxobacteria, producing natural compounds of biotechnological interest.

• 한국지진공학회논문집
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• 제24권6호
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• pp.253-266
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• 2020

The extended slip-weakening model was investigated by using a compiled set of source-spectrum-related parameters, i.e. seismic moment M_o, S-wave velocity V_s, corner-frequency f_c, and source-controlled high-cut frequency fmax, for 113 shallow crustal earthquakes (focal depth less than 25 km, M_W 3.0~7.5) that occurred in Japan from 1987 to 2016. The investigation was focused on the characteristics of stress drop, radiation energy-to-seismic moment ratio, radiation efficiency, and fracture energy release rate, G_c. The scaling relationships of those source parameters were also investigated and compared with those in previous studies, which were based on generally used singular models with the dimensionless numbers corresponding to f_c given by Brune and Madariaga. The results showed that the stress drop from the singular model with Madariaga's dimensionless number was equivalent to the breakdown stress drop, as well as Brune's effective stress, rather than to static stress drop as has been usually assumed. The scale dependence of stress drop showed a different tendency in accordance with the size category of the earthquakes, which may be divided into small-moderate earthquakes and moderate-large earthquakes by comparing to M_o = 10¹⁷~10¹⁸ Nm. The scale dependence was quite similar to that shown by Kanamori and Rivera. The scale dependence was not because of a poor dynamic range of recorded signals or missing data as asserted by Ide and Beroza, but rather it was because of the scale dependent V_r-induced local similarity of spectrum as shown in a previous study by the authors. The energy release rate G_c with respect to breakdown distance D_c from the extended slip-weakening model coincided with that given by Ellsworth and Beroza in a study on the rupture nucleation phase; and the empirical relationship given by Abercrombie and Rice can represent the results from the extended slip-weakening model, the results from laboratory stick-slip experiments by Ohnaka, and the results given by Ellsworth and Beroza simultaneously. Also the energy flux into the breakdown zone was well correlated with the breakdown stress drop, ${\tilde{e}}$ and peak slip velocity of the fault faces. Consequently, the investigation results indicate the appropriateness of the extended slip-weakening model.

• Structural Monitoring and Maintenance
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• 제5권1호
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• pp.151-171
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• 2018

Transmission tower-line systems are commonly slender and generally possess a small stiffness and low structural damping. They are prone to impulsive excitations induced by cable rupture and may experience strong vibration. Excessive deformation and vibration of a transmission tower-line system subjected to cable rupture may induce a local destruction and even failure event. A little work has yet been carried out to evaluate the performance of transmission tower-line systems in mountain areas subjected to cable rupture. In addition, the control for cable rupture induced vibration of a transmission tower-line system has not been systematically conducted. In this regard, the dynamic response analysis of a transmission tower-line system in mountain areas subjected to cable rupture is conducted. Furthermore, the feasibility of using viscous fluid dampers to suppress the cable rupture-induced vibration is also investigated. The three dimensional (3D) finite element (FE) model of a transmission tower-line system is first established and the mathematical model of a mountain is developed to describe the equivalent scale and configuration of a mountain. The model of a tower-line-mountain system is developed by taking a real transmission tower-line system constructed in China as an example. The mechanical model for the dynamic interaction between the ground and transmission lines is proposed and the mechanical model of a viscous fluid damper is also presented. The equations of motion of the transmission tower-line system subjected to cable rupture without/with viscous fluid dampers are established. The field measurement is carried out to verify the analytical FE model and determine the damping ratios of the example transmission tower-line system. The dynamic analysis of the tower-line system is carried out to investigate structural performance under cable rupture and the validity of the proposed control approach based on viscous fluid dampers is examined. The made observations demonstrate that cable rupture may induce strong structural vibration and the implementation of viscous fluid dampers with optimal parameters can effectively suppress structural responses.

• 한국전자파학회논문지
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• 제29권5호
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• pp.359-365
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• 2018

본 논문에서는 기존 단품 Printed Spiral Coil(PSC)의 외부 노이즈 결합의 저감을 위한 차폐 구조와 차폐된 PSC의 대역폭 개선을 위한 설계법이 제안되었다. 차폐 구조가 적용될 경우, PSC와 차폐 구조 사이의 기생 커패시턴스에 의한 공진현상으로 인해 단품 PSC 대비 전달함수 대역폭에 한계를 가지게 되며, Radio-Frequency Interference(RFI) 노이즈 원으로 가정된 $50{\Omega}$ 마이크로스트립 라인과의 전달함수 시뮬레이션을 통해 이를 확인하였다. 차폐된 PSC의 등가회로 모델을 통해 대역폭을 개선할 수 있는 방안을 제시하고, 3D field simulation을 이용한 사례 연구를 통해 방안의 타당성을 검증하였다. 제시된 방안을 기반으로 차폐 구조가 적용된 PSC 설계의 최적화를 수행하였으며, 측정 검증을 통해 전달함수가 보존되는 범위 내에서 전달함수의 대역폭이 개선됨을 확인하였다.